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NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren. Forces on Grid Points. NCSX - 1st Wall FEA Model. Peak Force = 829 lb. 175 kA Stationary Disruption - Self-Force + Coil-Force. Forces on Grid Points. NCSX - 1st Wall FEA Model.

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NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

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  1. NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

  2. Forces on Grid Points NCSX - 1st Wall FEA Model Peak Force = 829 lb 175 kA Stationary Disruption - Self-Force + Coil-Force

  3. Forces on Grid Points NCSX - 1st Wall FEA Model 175 kA Stationary Disruption - Self-Force + Coil-Force

  4. Forces on Grid Points NCSX - 1st Wall FEA Model Peak Force = 829 lb @ Grid Point 2776, & 1062 175 kA Stationary Disruption - Self-Force + Coil-Force

  5. NCSX - 1st Wall FEA Model Peak Force = 1819 lbs. @ Grid Point 1628 & 3342 350 kA Stationary Disruption - Self-Force + Coil-Force

  6. NCSX - 1st Wall FEA Model 350 kA Stationary Disruption - Self-Force + Coil-Force

  7. *Summary: 175 kA Disruption 350 kA Disruption Max Force 829 lbs 1819 lbs Max Displ. 0.005” 0.016” Max Stress 5096 psi (MinPr-Z1) 8124 psi (Tresca -Z1) *Results for a material Young’s Modulus of E= 30E6 psi, and µ = 0.3

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